HomeMy WebLinkAboutSeptic Design - Plans - 7 SULLIVAN STREET 9/14/2001 4" SCH 40 PVC
DESIGN DATA 12"WNIMUM EARTH COVER
RATF -4�N 6"' OF FINAI., GiRl",tE DISTRIBUTION BOX
PERCOLATION 20'MIN PER, INCH RISERS 'TO WI'D
SOIL CLAS$: CLASSS I 1161i;A (ALL
------ 105 iNV �Nl ELEV 100.92, 1"NV OUT ELEV 100�75
3,30 GALLONS
D �,.1 �j oo�jsLt71W_,ASHrD STONE
ESIGN FLOW: 3 SEDIROO)AS x 110 GALLONS PER BEDROOM = 9" COVER OVERTANK
14, BREAKou'r ELEV 101,21
LoAD,1,N(�, RAIt. 0,53 GAL. PER SZO,FT� 4 �!(,,H 40 PERr.PVC
2'OF 1/8"'TO 1/2"DOUBLE'WASHED STONfE
SYSTEM SM REQUIRED: 330 GALLONS PER DA't'/O�53= 622 SQ. FT� )KY"DIA CUAN CWT COVERS 10 4. OF' 1/8"TO 1/2- DOUBLE WASHED STGNE
SYSTEM ISQE PROVIDED, 15' x 42' LEACH BED = 630 SO. FT� WITH RMERS TO WrTHIN 60 2
OF MMH GAWE 4" SCH �40 PVC PROPOSED
SEPT�C TANK REQ111RED: 2,00%DAILY FlOW(2 x 330 GALLONS 660 GALLONS). 42' OF'4"' SCf4 4-0 PERF PVC, S = 0.005 FT./Fl,
SEPTIC TANK PROMDED:' USE NEW 1500 GALLON SE�PT�C TANK 103
- TONE
0" OF 3/4"'TO 1--1/2" DOUBLE WASHED S
WCAL VARIANCES REQUIRED 5
1� Reduction In offset d1oWnco between a leach bed and a watland frorn 100'feet SILL SEGMENTAL BLOCK
8" -T"AJNING WALL
102 103,00 RE
4-
required to 72 feet, 1 5'- 'TOP ELEV 101,21
INI,
2, Reducftn in leach field size f rom 900 sq,ft minimum required to 630 sq.ft, Z_T
FOUNDA 00N
I Mlow the use,of a seqrnenta�biock retolning waH and on lrnpeMaus
barrier�n
�NVER7
concrete wall For slope reduction, N 101
HeLl Of 93 1.EIACNA D8 E10 EMID)SE(TIRION
4, Ailow a design flow of 330 goilons per doy be,used in lieu of 440 g0kms per dqv, 3 PIFILS' 0 5' 0.(;, TOTA�WIDTH = 15' 101.78(m�n)
required. SCALE: 1"-4' HOR� 1 2' �Y'ERT� EX�STING GRADE
LOCAL UPGRADE APPROVAL REQUIRED 100 CONNECT P�PE ENDS
1 Reduction in seporation dfatonce betwoon bottom rof*)ch stone and ground '12"MINIM'UM EAR,r�i COVER U&NO S01-0 4"
water from 4 feet required by'�ffie 5 Section '15,212(a)to 3 feet, -------J%6- SCH 40 PVC
3/4"TO 1--1/`2"DOUBLE WAs>�IEO ISTONE
99 BEG. iNV END �NV ELEV 100.50
4"SCH 40 PERF '2"Of" 1/8" TO 1/2"DCAIBLE WASHED STO�qE ELEV 100,71
PE RCOLATION TEST _11" I'AFIE'R PVC TEE- E10170M OF'BED
ELEV 100.00
4, al 45 MIL. EPOM
DATE: 5/4/01
.......... .. ..........
to owl
3 10
HOLE# P'Tfl r_1 .-, 97 RUBBER MEMBRANE
4*MA MET
DEF11+4 Of' PERC, 54/18- WN, 4"DIA OUTLET
U:) TOP ELEV 101,21
START PRE SOAK 11�31 BOT ELEV 96,50
96 1500 GAL1,)N
END PRE SOAK 11:46 LQU0 L.EVE1./'�"____I. WATER TABLE
SEPTIC 1110
TWE 0 12" 11:46
'101:�;4
LE01,0H BE 0 CRIL TOYSS, 85rEC7F1C0)tNN1 MAX— -12" MAX INV� �N ELE ELEV 97'.00
PME 0 9" 12-16 127' 'N'__Pvc rEE
G" SCA1_E: 1 2' �NV OU T 1!L V 10 1 C; (TP 1, H�GH SIDE) LIWT OF SAND
11ME 0 1:04 9
Lt
-D FOR SLOPE
ADJUSTE (see const, note #4)
GAS BAFFLE—
11WE (9 6") 48 MIN�
RATE MIN/�NCH 20 MtN/=>i 4 -4 WYE:
94- The eiavcVon of the bottorn of sond�9
tckzn from the teal ptt thot is Oosest to
PERCOLATION TESTS PERFORMED BY BENJAMIN C, OSGOOD JR. the proposed Doi�absorption oreo. The
AND WR'NESSED ffY RUDY ROTOLO, P40RTH ANOOVER HEALTH AGENT.
_jj
actuai elevation of Om bottorn of the
93 exavadon per COF45trUction nate#4 may SM
TO T E,Rk C I R R(0 F 0 R.FE�
vary,and shaD be adjusted as nec"qsorl,�,
GENERAL NOTES ------- dudng cormtrucUon.
T�
FIN�&-1 SCALE- 1" 20' 1--iOR.; 'I 2P VER
GRAI'N�`, .......... 92
1� System not designed to accorninodate a garbage grinder. 6" (."'OMPACTED 3/4" CRUSHED STONE
2� Systeom sholl be maintained by pumping every two years. ........
�3, Deep observotion hoies performed on May 4, 2001 by Richard C, Tringard and witnessed by
Sandra Starr, Rorth Andover �Ieafth Agent.
M T/
0 15)W Q A 01,L OEM 41.3 For 0 i�11 _9�H K,
4, Dwelting locotion, test pit,�ocction, and topographic informotlon taken from cn on the ground survpry performed t�y
1,00 0�lr
New England Engineering'SerOces, Inc, (NEES) SCALE: 1" 2' Sl-iEA MODEL TK 15 R EQUAL
5. There are no wells lass than 150 feet frorn the proposed subsurface disposc� systern. ifrp # 1
6� There are no wetlands �ess thor� '72 feet, no tributorites �eas thert 1325 feet, no reserv�ors �ese, thon 200'feet, and 1�1 113 HG,W 96 8�4 TOP OF' PIT EILEV 99�43
no drains less than 50 feet from the proposed subsurface selwage disposc� systern
DE51TH 13011,110RIZZON 901L TKxT,1JRE SOIL C01DR S
7, NEES h�m been retained to furnish design and construction p�ans 'for this subsurface sewacye, d,,Taposc� Wstern, 011,MO'rrUNG
-nate
excluding cormtruction supervision, No gudranty or warronty, expressed or �rr�p6ed, is made 'to ttho ctient or Ultir FiNt'3H
GRADC'
user, with respect to future systeri-i funct�oning,
8. �,jyt fines shown are for the wsp of installing the subsurface sewage disposal systern anly, "."'..-3/4" CRUSHED 0`0 A SL
9. There is no reserve, crea designed on this,,p�an,, �f o new systerri �s needed in the futtire, t�'ONE
The exisCrig system shofl be removed, and a new one construced in the Same pkice. VW ow SL 1"R 54 owwwom
10, For deed reference, %ee Book �5282, Page 195 Essex North Registry of Deeds, W-M, C1 OR MAC 8 za 6/4
11� rorplan reforerroc see, Pk�m # 12,101 Essex North Registry of Deeds,
W-W C2 YGRUX 3 W 4/4 MommmmWIT
CONSTRUCTION NOTE!'S
1, Scope, of work. Upqrode of subsurfoce sewage dispow3l system 'rricluding the furnish�ng of ('11f tabor, Z S I TG W 914-49 TP # 2 TOP OF PIT Elllv' 99-19
rnateriois,equipn-rent" Cad other incidentals riecessary to satisfactoi'11,y corriptete 'the on
&rl, in 1.�Jccordonce to 310 CMR 15,00 $+,;,,Ae Enyirorirnentc� Code 71fle 5 and the i", HOPUZON' SOYIL TZyX'1"U`RE 80H,COLX)R SOIL,MOT I'm'
'�r the'Town o''
st,aflotion of sub,,��.��jrfrjce sewage d�sposo� sy,,titern f 410'rt,'h,
require,rnt,tnts for" the in,
AN
IZ
0018 RF T'Allf L
vx
Xb 0
)n jnorA,,_/rww,tri,tJv- s .............
MA.--in�111111V' _j_of 0
T, 6 ;atlon th�,t co NO'T'TU SCALE _17
44,
'K,4 '1 A 10YR
e
0 W� SL
t
Of Pit
CONCREFE UNITS 10 BE ROMAN P�!;%A
tone�S,hdfl bg Owl-Mij
wdl `KS AS MAt,,WFACTURED RY 0EA1. EROSION 1'r-W aw SL
soll, Aw'n Sw lr�yfws,
suba", in(r fnq 'exilUrl, d oth ",ly t
SAS an (or unsuitoWe materiol, apecificc� tie r,4 "D EQUAL, CONTRO�,
4 Within o 5 foot horfzonta� distance of the soil cbsnrption syAitem,ond rep44t,*,d, 6and rneetfing CONCRETE BLOC",K OR APPROVE 2r114W C 2"W4
sholl be rernove Im"
nents Ftle 5, Section 15.255 puragraph 3 as revised on 0)ctober T"Op 'of "'),ard 28.00' f3l
sthoif'b�a at th*sarre elevation os the top of the
teq,41rot INET�.A11,,QS UNE
1/8" f/2" stone� Bockffll shall be f ree,frorn, large N86*01'13"W
(tcken from p�rjns of rec�,.)rd)
Stones, camstrudtlbn debris, sturrps, or other de*terious rrateria�s. WETLAND UNE H 1 2 AND
5. Undergrourrd utilities sholl 'be, locotod prior to construction. Lacations shown on plan are 01 4 TEST PffS PERFORMED ON 5/4/101 BY R�CHARD C. rAN(..AR(
S,
If regired, is port of the inst0ation contract. qA2 4.3,08" WFFNESSED 13Y SANDRA `��>TARR, NORTH AN�DOVER HFALTfi A(,,,E'NT
Relocation of ut101t1,6$, ff 1'�,,
t, o'mogerd by v msing site shafl be,'t", i, N77*21'33"K �Nll
6. Distur4ed areas, lneluding t ose d ehicles and equipment acce B3
groded oa�show/n ond topped with 4 inches of,topsoil, raked free of stortes, and seeded, APPROVED BY
'Nk BOARD OF HEALTH
psoll to remom on site, Stumps, t>rush, shrut)s, ond other veg 1k
E,4sting t6 etotion sh
afl be
the ground, StLr sbnfl b removed., CWared rnateria� sh0 be disposed of properiy
,m ps -�4 hs, EXISI`!�'4G (3"RADE
Ilk
7 Excess moterials to be di',,sposed of properly off site. A3
8. Benchr'nork :'Spiko,in oomorboo/rd of garage. Elev 100,00 (assurned)
NAME
9. FM under the dlstrlbu�tlon box srhall be placed in 12" flfts and rnechanica�ly cornpacted.
I 0,� Existing septic toftk'9/holl be purnped, crushed, and fifled with sand. ......104 Flf,IfSf� GRADE e_
il� be glued joint S0-4 4t
11, Building sewv- ood plioe betw D'PV(",laid co -1,06 DATE
_oen septic tonk arld dist6bution box shc
<� Oct, base� B5 M"FURB ZONE -------
�n 0 stroight �Ifme ot 4, eonitnuous grode, on a flne, -Omp J, 25' N�0
rl box shall be serfled W�th hydroulic 0,V:16 'it
metrations 'm,foundottpn, sep'tic tank ond distributio 101jr I I 1.0,9
12, Pipe pe 0100 2/_-.I "I- =:2,
BUILD ZONE LOCUS MAP SCALE.: I
1,3.Sewaqe flow *including gray water dlschorge sha0 be connecAed to neve septtc system, 25' NO 06TURB ZONE
ing ohbif be mod'ified to accom ion and elevotion In acc,,,ordo rice,
14 1,.,0erlor plumbi modote new outlet �ocatl '1110� I 1 11
TP
S FF'EF
wit N_\ P7, I ��3 JZ ZONE
h S�f6te Gode,248 CMR 200, 1 C)"O
0,1�
15, Erosion cqntro ac,,,k e d b
ist of o sing�e row of double t�toked hoybo�es b y siftation femoe,�`i
sholf r,,anai A 1A A2
16, 45 MP �,'�,DM rubber membrane shall be,Verwguord "Block' as rnanufactured by Vers�co, �nc or,
0,�
approved equai.
rk,
71, 45 M E'PDM
IR M E M
[3 R A N E
2"
(6) 4- D�A OUTLET (see const, note #4)
iJWT OF SAND R
50' NO BUh,f) ZCft ------------------------
ER<,)S��,N CONTROL
PLAS11C PIPE "iEAL. �,40 BUILD ZONE T P i T
DIA �NLET
o_0
APPROXWATE LOCAT�Olq
N
OF' EXIS'11NG'LEACH AREA PERC(,),,LA f�ON TEST
BOX
BENCHMARK: SP�KE
0,C 4`5 M�L EPDM
do, �N ("'ORNER BOARD 20' 40' 60"'
RiJBBER MEMBRANE
20'
OF GAR
Y-1\
PLAN V�EW ELEV 100.00 (fissurned)
2" AGE'"'
SEC110N 'OEW
SF�,MENTAL BLOCK
gm�ji
F[RST TW0,FF,'.ET OF PIPE FROM D-BOX SHALL BE SET LEVEL. CP RE7AA$NG WALL
D--BOX c�;,HALt.BE.' SF,T IN 61" OF COMPACTED 3/4" CRIJSHED STONE 000000 �O ELEV%.,101,21
0
100 K�
I -*47,�,�,,, PLAN STIOWINC3z PROPOSED SUBSURFACE
fffff BUFFER ZONE
8 OUTLE7 IS U TOOK B0,KX's
�`EXfSTING SEPTIC TANK SEWA.(,3TE DISPOSAL SYSTEM
OWN C, 7 SULLIVAN STREET
'ALLON
1 15 0 0, G x"
TAP "R, M A
2' SHEA MODEL, B6D8 OR EQUAL SEP71C 'TANK
SCALE NORTH ANDOVE
PRE2ARED FOR J. V4YMAN CO3NSTRUC,r,10N'
i x1*01,SMW� a
=UNE-N
451 BROADWAY
*Wl',ALONG EXtS71NG T'HREE' AN,
r 8EDROOM HOUSE 1�YNNE'Trs1,D, MA 01940
1 2 0 MAY 25, 2001
(2)P99,�OYSAZ' SILL ELIE-V 103.0",0
0
UCHARD C, TANGARD, P.E.
11IF/ .104-
JOIN"r VEINTURE
7 SULUVAN STRf.,."ET
:',ASSESSORS MAF"I 1078, PARCEL, 15 0710/01 'N
60 BEECHWOOD DRIVE,
44,6,35 SQ�FF�
H/0 NOWH ANDOVE.,R, MA 0184,5
F, W A.1178, 686-1768
WAl"ER ErVVICE
31
22' rg i
DRAWN CHEIII
R 3,964,40' Y.
TW 58 00' iC,0, jr
smog"CONTRM OR
-7 7) `=T
,ON 9
SL
N,0rT�rO SCALE `44-b,13 47 E
If I T
"Til r
N PIK
FRI R
j